http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
This book begins with the dynamic characteristics of the covering layerbedrock type slope, containing monitoring data of the seismic array, shaking table tests, numerical analysis and theoretical derivation. Then it focuses on the landslide mechanism and assessment method. It also proposes a model that assessing the hazard area based on the field investigations. Many questions, exercises and solutions are given. Researchers and engineers in the field of Geotechnical Engineering and Anti-seismic Engineering can benefit from it.
Preface; Contents; 1 Introduction; 1.1 Background and Significance; 1.2 Review; 1.2.1 Shaking Table Test Technology; 1.2.2 Dynamic Characteristics of Slope; 1.2.2.1 Filed Investigation; 1.2.2.2 Model Test; 1.2.2.3 Numerical Simulation Method; 1.2.2.4 Theoretical Analysis; 1.2.3 Deformation Characteristics and Instability Mechanism; 1.2.4 Seismic Stability Evaluation Method; 1.2.4.1 Certainty Analysis Method; 1.2.4.2 Probability Analysis; 1.2.5 Prediction Model for Earthquake-Induced Landslide Hazard; 1.3 Problems; 1.4 Research Objectives and Content.
2 Seismic Array Monitoring Results Analysis2.1 General Condition; 2.2 Monitoring Data of Seismic Array in 5.12 Wenchuan Earthquake; 2.3 Response Characteristics Analysis; 2.4 Frequency Spectrum Response Characteristics; 2.4.1 Fourier Spectrum Along Elevation; 2.4.2 Seismic Ground Motion Response Spectrum Along Elevation; 2.5 Brief Summary; 3 Shaking Table Test of Rock Slopes; 3.1 Large-Scale Shaking Table Test Design; 3.1.1 Purpose; 3.1.2 Installation; 3.1.3 Similarity System; 3.1.3.1 Three Theorems of Similarity; 3.1.3.2 Selection and Adjustment of Similarity Rules.
3.1.3.3 Determination of Related Physical Parameters3.1.3.4 Derivation of Similarity Criteria Through Matrix Method; 3.1.4 Similar Materials; 3.1.5 Test Instruments and Monitoring Points Disposition Principle; 3.1.5.1 Measurement Information and Selection of Sensor Types; 3.1.5.2 Monitoring Points Disposition Principle of Shaking Table Test; 3.1.6 Testing Points Disposition; 3.1.7 Design and Manufacture; 3.1.7.1 Production and Transportation of Shaking Model Test Materials and Location of the Model Containers; 3.1.7.2 Model Filling of Shaking Table Test; 3.1.8 Sensors; 3.1.9 Loading Scheme.
3.1.10 Data Collecting System3.1.11 Result Record; 3.2 Result Analysis; 3.2.1 Influence Factors of Acceleration Amplification Effect; 3.2.1.1 Effects of Bevel Angles on the Rock Slope PGA Elevation Amplification Effect; 3.2.1.2 Effects of Seismic Density on the Rock Slope PGA Elevation Amplification Effect; 3.2.1.3 Effects of Seismic Wave Types on the PGA Elevation Amplification Effect; 3.2.1.4 Influence of Seismic Ground Motion Response Direction PGA Elevation Amplification Effect; 3.2.2 Fourier Spectrum and Response Spectrum of Acceleration.
3.2.2.1 Rock Slope Acceleration Fourier Spectrum Change Rules Along Elevation3.2.2.2 Rock Slope Acceleration Response Spectrum Change Rules Along Elevation; 3.3 Brief Summary; 4 Numerical Analysis Research; 4.1 Brief Introduction to GDEM; 4.1.1 Advantages of GDEM Software; 4.1.2 Fundamental Principle of GDEM; 4.1.3 Verification; 4.1.4 Fundamental Function; 4.1.5 Modeling Progress and Methods; 4.2 Key Problems in Numerical Analysis; 4.2.1 Numerical Analysis Model; 4.2.2 Material Parameters and Constitutive Model; 4.2.3 Boundary Conditions; 4.2.4 Seismic Ground Motion Input Conditions.
Yang Changwei, Zhang Jingyu, Lian Jing, Yu Wenying, Zhang Jianjing.
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